EUROCODE 2 WORKED EXAMPLES - Federbeton

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EC2 – worked examples 2-2 EXAMPLE 2.2. ULS combinations of actions for a canopy [EC2 – clause 2.4] The canopy is subjected to the following loads: Self-weight G k1 Permanent imposed load G k2 Snow imposed load Q k1 EQU – Static equilibrium (Set A) Factors to be taken for the verification of overturning are those of Set A, as in Fig. 2.3. Table of Content Fig. 2.3. Load combination for verification of static equilibrium. STR – Verification of resistance of a column(Set B) The partial factor to be taken for permanent loads in the verification of maximum compression stresses and of bending with axial force in the column is the same (γG = 1.35) for all spans. The variable imposed load is distributed over the full length of the canopy in the first case, and only on half of it for the verification of bending with axial force.
EC2 – worked examples 2-3 Table of Content Fig. 2.4. Load combination for the compression stresses verification of the column. Fig. 2.5. Load combination for the verification of bending with axial force of the column.
Page 1: EUROCODE 2 WORKED EXAMPLES
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EUROCODE 2 WORKED EXAMPLES - Federbeton

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